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01 Civil Chanhassen Planning Commision 2024-02-16APPROXIMATEPROJECTLOCATIONW 78TH STMARKET BLVDCHAN VIEWKERBER BLVDHWY 5LAREDO DRARCHITECTBKV GROUP222 NORTH 2ND ST, SUITE 101MINNEAPOLIS, MN 55401(P) - 612-373-9514CONTACT: MICHAEL HEALY, AIAENGINEERSTANTEC CONSULTING SERVICES, INC.733 MARQUETTE AVENUE, SUITE 1000MINNEAPOLIS MN 55402ENGINEER: DAN LAVENDER, PE(E) - DAN.LAVENDER@STANTEC.COMPROJECT MANAGER: CLARK LOHR, CDT(E) - CLARK.LOHR@STANTEC.COMVICINITY MAPNOT TO SCALEPRELIMINARY CIVIL ENGINEERING PLANSISSUED FOR DEVELOPMENT REVIEWCHANHASSEN CIVIC CAMPUSCHANHASSEN, MINNESOTA 55424FEBRUARY 2024PROJECT LOCATIONCITY: CHANHASSENCOUNTY: CARVERTHIS PLANSET CONTAINS 40 SHEETS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 COVER SHEET.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SHEET LIST TABLESHEETNUMBERSHEET TITLEC-001COVER SHEETC-002GENERAL NOTESC-003OVERALL EXISTING CONDITIONSC-004PHASE 1 EXISTING CONDITIONSC-005PHASE 2 NORTHWEST EXISTING CONDITIONSC-006PHASE 2 NORTHEAST EXISTING CONDITIONSC-007OVERALL REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-008PHASE 1 REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-009PHASE 2 NW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-010PHASE 2 SW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-101OVERALL SITE PLANC-102PHASE 1 SITE PLANC-103PHASE 2 NORTHWEST SITE PLANC-104PHASE 2 NORTHEAST SITE PLANC-201OVERALL POST-CONSTRUCTION STABILIZATION PLANC-202PHASE 1 POST-CONSTRUCTION STABILIZATION PLANC-203PHASE 2 NORTHWEST POST-CONSTRUCTION STABILIZATION PLANC-204PHASE 2 NORTHEAST POST-CONSTRUCTION STABILIZATION PLANC-205SWPPPC-301OVERALL GRADING PLANC-302PHASE 1 GRADING PLANC-303PHASE 2 NORTHWEST GRADING PLANC-304PHASE 2 NORTHEAST GRADING PLANC-401OVERALL UTILITY PLANC-402PHASE 1 UTILITY PLANC-403PHASE 2 NORTHWEST UTILITY PLANC-404PHASE 2 NORTHEAST UTILITY PLANC-501OVERALL STORM SEWER PLANC-502PHASE 1 STORM SEWER PLANC-503PHASE 2 NORTHWEST STORM SEWER PLANC-504PHASE 2 NORTHEAST STORM SEWER PLANC-601OVERALL ITEMIZED BID ITEMS AND BID ALTERNATESC-602ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-603ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-604ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-801DETAILSC-802DETAILSC-803DETAILSC-804DETAILSC-805DETAILSCITYCITY OF CHANHASSEN7700 MARKET BLVDCHANHASSEN, MN 55317(PHONE) - 952-227-1100CONTACT: CHARLES HOWLEY, DIRECTOR OF PUBLIC WORKS / CITY ENGINEERLANDSCAPE ARCHITECTHOISINGTON KOEGLER GROUP, INC.800 WASHINGTON AVE. N., SUITE 103MINNEAPOLIS, MN 55401(PHONE) - 612-338-0800CONTACT: BRYAN HARJESC-001COVER SHEET** NOTE: PAVING PLANS AND SUPPLEMENTAL ELEVATION DATA TO BE INCLUDED WITH A SEPARATEBID PACK OR ISSUED AS PART OF AN ASI. © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-002 GENERAL NOTES.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION REMOVAL / DEMOLITION NOTESTRAFFIC CONTROL NOTESSITE NOTESEROSION CONTROL NOTESGRADING NOTESUTILITY NOTESSTORM SEWER NOTESGOVERNING SPECIFICATIONSPAVING, PAVEMENT MARKING, AND SIGNAGE NOTESTREE PRESERVATION NOTESHORIZONTAL AND VERTICAL CONTROL NOTES1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR DEMOLITION, REMOVAL AND DISPOSAL.3.CONTRACTOR SHALL REVIEW FEATURES NOT SPECIFICALLY IDENTIFIED ON PLAN FOR SALVAGE OR REMOVALTHAT CONFLICT WITH CONSTRUCTION WITH THE ENGINEER.4.MATERIALS REMOVED/DEMOLISHED BY CONTRACTOR BECOME PROPERTY OF THE CONTRACTOR, UNLESSOTHERWISE NOTED. CONTRACTOR SHALL LOAD AND HAUL MATERIAL OFF-SITE AND PROPERLY DISPOSE OFMATERIALS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR MUST LEAVE THE SITE IN ACONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER.5.CONTRACTOR SHALL SAWCUT FULL DEPTH AT PAVEMENT REMOVAL LIMITS AND AS NECESSARY TO CREATE ASMOOTH FIT/TRANSITION ALONG MATCHING PAVEMENT AREAS.6.CONTRACTOR SHALL COORDINATE UTILITY REMOVAL WORK WITH APPROPRIATE UTILITY OWNER.7.CONTRACTOR SHALL SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS IN CONFLICT WITH CONSTRUCTIONACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF SIGNS ARE DAMAGED DURING CONSTRUCTION,CONTRACTOR REQUIRED TO PROVIDE NEW SIGNS AT NO ADDITIONAL COST TO THE OWNER.8.CONTRACTOR SHALL SALVAGE AND REINSTALL FENCE IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTEDOR AS DIRECTED BY ENGINEER. IF FENCE IS DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TOPROVIDE NEW FENCE, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.9.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR MUST CONTACTTHE ENGINEER IMMEDIATELY. ALL CONTAINERS OR TANKS MUST BE DISPOSED OF PROPERLY AT AREGULATED/PERMITTED FACILITY.10.CONTRACTOR SHALL REVIEW ALL TREE REMOVALS WITH THE OWNER, THE LANDSCAPE ARCHITECT, ANDENGINEER PRIOR TO REMOVAL OPERATIONS.11.REMOVAL OF ANY EXISTING BUILDING REQUIRES COMPLETION OF A HAZARDOUS MATERIAL SURVEY INACCORDANCE WITH LOCAL RULES AND REGULATIONS.12.CLEARING AND GRUBBING OPERATIONS MUST COMPLY WITH THE FOLLOWING:A.PROTECT ALL TREES AND PLANTS NOT DESIGNATED FOR REMOVAL.B.CONDUCT OPERATIONS IN SUCH A MANNER THAT DOES NOT DAMAGE PROTECTED TREES AND VEGETATION.C.CUT, REMOVE, AND DISPOSE OF TREES, BRUSH, SHRUBS, WINDFALLS, LOGS, STUMPS, ROOTS, FALLEN TIMBER,AND OTHER VEGETATION.D.BACKFILL DEPRESSIONS WITH NATIVE SOILS OR SUITABLE FILL MATERIAL AS REQUIRED BY DESIGN OR ASDIRECTED BY THE GEOTECHNICAL ENGINEER AND COMPACT BACKFILL AS DIRECTED.E.DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS.F.CONSIDER BENEFICIAL USE DESIGNATIONS FOR UNADULTERATED WOOD, WOOD CHIPS, BARK AND SAWDUST.G.NO BURYING OF CLEARED AND GRUBBED WASTE WITHIN THE CONSTRUCTION LIMITS.13.UNLESS OTHERWISE NOTED, CONTRACTOR IS RESPONSIBLE FOR REMOVAL/DEMOLITION WITHIN ALL AREAS OFPROPOSED IMPROVEMENTS. REMOVAL LIMITS ARE IDENTIFIED ON THE DRAWINGS IN ANTICIPATED LOCATIONS.CONTRACTOR RESPONSIBLE FOR REMOVALS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS AND CONFORMTO DESIGN REQUIREMENTS. ALL FACILITIES TO BE REMOVED MUST BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS AND ASDIRECTED BY THE GEOTECHNICAL ENGINEER.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING, ON OR OFFSITE, AS NECESSARY TO COMPLETE THEWORK. IF OFFSITE STAGING AREA IS REQUIRED, CONTRACTOR IS RESPONSIBLE TO FIND, OBTAIN, AND PAY FORNECESSARY STAGING AREA AT NO ADDITIONAL COST TO THE OWNER. SUBMIT A STAGING PLAN TO THE ENGINEERFOR REVIEW BEFORE STARTING WORK.3.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL AND DETOURS. TRAFFIC CONTROL AND DETOURS MUSTBE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD, INCLUDING LATEST FIELD MANUAL FORTEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SUBMIT TRAFFIC CONTROL PLAN AND DETOUR PLAN TO CITY,COUNTY AND ENGINEER FOR REVIEW BEFORE CONSTRUCTION RELATED ACTIVITIES. PLANS MUST COMPLY WITHAPPLICABLE PERMIT REQUIREMENTS. TRAFFIC CONTROL INCLUDES NECESSARY SIGNAGE AND MARKINGS FORSIDEWALKS, TRAILS, BOARDWALKS, ETC. CLOSURE. THIS MUST INCLUDE ADVANCED WARNING SIGNS ANDNECESSARY FENCING AND SIGNAGE TO PREVENT PEDESTRIANS FROM ACCESSING THE PROPOSED AREA.4.CONTRACTOR MUST SCHEDULE WORK IMPACTING TRAFFIC WITH THE CITY AND ENGINEER. CLOSURES ORDETOURS MUST BE ACCEPTED BY CITY PRIOR TO STARTING WORK.5.CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE ROADAUTHORITY.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.REFER TO THE ARCHITECTURAL, STRUCTURAL, LANDSCAPE, AND MEP PLANS FOR EXACT LOCATIONS OF ANDDIMENSIONS OF BUILDINGS, VESTIBULES, STOOPS, OVERHANGS, COLUMNS, RAMPS, SIDEWALKS, TRASHENCLOSURES, TRAFFIC GATES, MONUMENT SIGNS, LANDSCAPING, PLANTINGS, TREES, SITE LIGHTING, EXTERIORELECTRICAL, BACKFLOW PREVENTORS AND BUILDING UTILITY ENTRANCE LOCATIONS.3.BUILDING LINES SHOWN ARE APPROXIMATE OUTSIDE LINES OF BUILDINGS AT GRADE, MAY NOT ACCOUNT FOREXTRUSIONS (I.E. BALCONIES, OVERHANGS, LIGHTING, ETC.) ABOVE GRADE, AND ARE BASED ON INFORMATIONPROVIDED TO STANTEC BY THE ARCHITECT. CONTRACTOR SHALL VERIFY FINAL BUILDING PLANS WITH ARCHITECT.4.CONTRACTOR AND SURVEYOR SHALL FIELD VERIFY THE BUILDING FOOTPRINT/OUTLINE AND OUTER MOSTEXTRUSIONS PRIOR TO CONSTRUCTION TO REVIEW POTENTIAL CONFLICTS WITH ADJACENT WORK, EXISTING SITEFEATURES, PROPERTY LINES, SETBACKS, ETC.5.EQUIPMENT PAD ELEVATIONS SHOWN ON GRADING PLAN. EQUIPMENT PAD STRUCTURAL/CONCRETE DESIGN BYOTHERS. COORDINATE WITH ARCHITECT.6.RETAINING WALL ELEVATIONS SHOWN ON GRADING PLAN. SEE ARCHITECTURAL/STRUCTURAL PLANS.7.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT ANDSWPPP REQUIREMENTS.3.BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL,MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLETPROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITHTHE SWPPP, NPDES PERMIT, AND CITY, STATE, AND WATERSHED DISTRICT PERMITS.4.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURINGCONSTRUCTION. COORDINATE WITH ENGINEER.5.CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUMEFOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATEDPROMPTLY.6.CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITEWITHIN 24 HOURS AND AS DIRECTED BY CITY, OWNER, ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY,COUNTY, STATE AND NDPES PERMIT REQUIREMENTS.7.CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETEREADY MIX TRUCKS.8.CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHERAPPROVED METHOD ON A DAILY BASIS.9.CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED.10.CONTRACTOR SHALL PROVIDE/INSTALL DIVERSION DITCHES, SEDIMENT BASINS, AND OTHER EROSIONPROTECTION/SEDIMENT CONTROL MEASURES AS NECESSARY DURING INTERIM PROJECT CONDITIONS (NOTSHOWN ON PLANS) TO MANAGE/DIVERT STORM WATER AWAY FROM SITE FEATURES AND CONTROLEROSION/SEDIMENT. CONTRACTOR SHALL ADJUST MEASURES AS NECESSARY THROUGHOUT PROJECT PHASING.11.CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS,PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS,STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITHTHE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION.COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS.12.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED ANDVEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FORCONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER.13.CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BASINS FOR COMMON DRAINAGE LOCATIONS THAT SERVEAN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME IF IT'S LOCATED WITHIN ONE MILE OF AN IMPAIREDWATER.14.CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT INACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS.15.CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT ANDSWPPP REQUIREMENTS.16.BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL,MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLETPROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITHTHE SWPPP, NPDES PERMIT, AND CITY, STATE, AND WATERSHED DISTRICT PERMITS.17.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURINGCONSTRUCTION. COORDINATE WITH ENGINEER.18.CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUMEFOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATEDPROMPTLY. REFER TO LANDSCAPE PLANS FOR FINAL GROUND COVER MATERIALS.19.CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITEWITHIN 24 HOURS AND AS DIRECTED BY CITY, OWNER, ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY ANDNDPES PERMIT REQUIREMENTS.20.CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETEREADY MIX TRUCKS.21.CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHERAPPROVED METHOD ON A DAILY BASIS.22.CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED.23.CONTRACTOR SHALL PROVIDE/INSTALL DIVERSION DITCHES, SEDIMENT BASINS, AND OTHER EROSIONPROTECTION/SEDIMENT CONTROL MEASURES AS NECESSARY DURING INTERIM PROJECT CONDITIONS (NOTSHOWN ON PLANS) TO MANAGE/DIVERT STORM WATER AWAY FROM SITE FEATURES AND CONTROLEROSION/SEDIMENT. CONTRACTOR SHALL ADJUST MEASURES AS NECESSARY THROUGHOUT PROJECT PHASING.24.CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS,PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS,STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITHTHE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION.COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS.25.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED ANDVEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FORCONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER.26.CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BASINS FOR COMMON DRAINAGE LOCATIONS THAT SERVEAN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME IF IT'S LOCATED WITHIN ONE MILE OF AN IMPAIREDWATER.27.CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT INACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE, UNLESS NOTED OTHERWISE.3.THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO QUANTIFY SOIL IMPORT OR EXPORT FOR THE SITE AND PERFORM THEIR OWN QUANTITYTAKEOFFS FROM THE DRAWINGS FOR BIDDING PURPOSES. SUITABLE OFFSITE IMPORT MATERIAL MAY BENECESSARY TO ACHIEVE THE FINAL GRADES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE WITHGEOTECHNICAL ENGINEER TO VERIFY IMPORT, FROM CONTRACTOR DETERMINED SOURCE, IS SUITABLE FOR USE.EXCESS MATERIAL, UNLESS NOTED OTHERWISE, IS THE PROPERTY OF THE CONTRACTOR AND IS TO BE MOVEDAND DISPOSED OF OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS.4.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENSURE NO PONDING IN PAVEDAREAS. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF GRADING DISCREPANCIES ARE FOUND IN EXISTINGOR PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT. OBSERVE PAVEMENT AREAS FOR EVIDENCE OFPONDING BEFORE PLACEMENT OF PAVEMENT TO ENSURE DRAINAGE IS ADEQUATE TO INTENDED AREA.5.EXISTING TOPSOIL ON SITE VARIES IN DEPTH. CONTRACTOR SHALL REMOVE SURFACE VEGETATION AND TOPSOILAND OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE IMPERVIOUS AREAS AND OTHERAREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF SUITABLE FILL MATERIAL.6.CONTRACTOR SHALL EXCAVATE AND DISPOSE OF UNSUITABLE OR CONTAMINATED SOILS DISCOVERED ONSITE INACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY GEOTECHNICAL AND/OR ENVIRONMENTALENGINEER.7.CONTRACTOR IS RESPONSIBLE FOR MEETING GRADING/COMPACTION REQUIREMENTS OUTLINED IN THEGEOTECHNICAL REPORT AND SPECIFICATIONS FOR THE PROJECT.8.CONTRACTOR SHALL CONSTRUCT/GRADE SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS IN ACCORDANCE WITH CURRENT ADA STATE AND NATIONAL STANDARDS. NOTIFY ENGINEER INWRITING IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION.9.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON INTERPOLATED POINT TO POINT SURVEY DATA.CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION OF IMPROVEMENTS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY OF ANY FIELD DISCREPANCIES. CONTRACTOR ISRESPONSIBLE FOR MAKING NECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY, REGULATORYCOMPLIANCE (ADA), POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR IS RESPONSIBLE FOR REWORK OF A DISCREPANCY THAT IS NOT COMMUNICATED TO THE ENGINEERIN WRITING AT NO ADDITIONAL COST TO THE OWNER.1.CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF CHANHASSEN,CEAM, AND MINNESOTA PLUMBING CODE (MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, ANDTESTING OF WATER AND SANITARY UTILITIES.2.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-0” COVER ON ALL SANITARY SEWER AND SERVICES, UNLESSOTHERWISE NOTED.A.PROVIDE INSULATION OVER SANITARY SEWER AND SERVICES WITH PROPOSED ELEVATIONS LESS THANMINIMUM BURY DEPTH PER PROJECT DETAILS.3.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 8'-6” COVER ON ALL WATERLINES, UNLESS OTHERWISE NOTED.PROVIDE HYDRANT EXTENSIONS AND GATE VALVE NUT EXTENSIONS IF WATERLINE IS DEEPER THAN MINIMUMCOVER.A.PROVIDE INSULATION OVER WATERMAIN AND SERVICES WITH PROPOSED ELEVATIONS LESS THAN MINIMUMBURY DEPTH PER PROJECT DETAILS.4.CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES.5.CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE) BETWEEN WATER LINES AND OTHER UTILITY LINE CROSSINGS. PROVIDE INSULATION WHEREWATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.6.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE.7.PIPE SIZES SHOWN ON THE PLANS ARE INTERNAL PIPE DIAMETER.8.CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL SEWER AND WATER MAINS, LATERALS, SERVICE PIPE ANDCONNECTIONS TO RISERS, CURB BOXES, MANHOLES, VALVES, HYDRANTS PER CITY REQUIREMENTS AND PROJECTDETAILS AND SPECIFICATIONS.9.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES(EXISTING AND PROPOSED), THE WATER LINE MUST INCLUDE ONE FULL LENGTH OF PIPE SO BOTH JOINTS ARE ASFAR FROM THE SEWER AS POSSIBLE AND SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUSTBLOCKING AS REQUIRED TO PROVIDE MINIMUM CLEARANCE.10.WATERMAINS AND SERVICES SHALL NOT HAVE ANY INTERMITTENT HIGH POINTS, EXCEPT AT HYDRANTS OR ASNOTED AT SPECIFIC LOCATIONS ON THE PLANS.11.CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR ALL CONNECTIONS. PROVIDEAPPROPRIATE PIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE ASVERIFIED IN THE FIELD IN ACCORDANCE WITH CITY REQUIREMENTS.12.SANITARY SEWER AND WATER SERVICES ARE SHOWN TERMINATING AT THE BUILDING FOOTPRINT. VERIFY WITHMEP/PLUMBING PLANS/DESIGNER FOR EXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS OF BACKFLOW DEVICES(DDCV AND PRZ ASSEMBLIES), METERS, AND BUILDING UTILITY ENTRANCE LOCATIONS. PROVIDE A RISER PIPE ASNEEDED TO MATCH PLUMBING PIPING.13.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH AGENCY HAVING JURISDICTION REQUIREMENTS.14.CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.15.PROVIDE METAL FENCE POSTS AT END OF WATER AND SANITARY PIPE STUBS, 4' ABOVE GRADE. WATER FENCEPOST SHALL BE PAINTED BLUE, SANITARY FENCE POST SHALL BE PAINTED GREEN.16.ANY EXISTING STRUCTURES (I.E. MANHOLES, VALVES, ETC.) WITHIN THE LIMITS OF DISTURBANCE SHALL HAVE RIMSADJUSTED TO MATCH PROPOSED GRADES, UNLESS NOTED OTHERWISE. ADJUSTMENTS SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS.17.UTILITY SERVICES ARE DESIGNED TO 5 FEET OF BUILDING FOOTPRINT. SEE MEP/PLUMBING PLANS FORCONTINUATION. VERIFY LOCATIONS AND INVERT ELEVATIONS WITH MEP/PLUMBING PLANS. PROVIDE A RISER PIPEAS NEEDED TO MATCH PLUMBING PIPING.1.CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS OF THE CITY, CEAM, AND MINNESOTA PLUMBING CODE(MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, AND TESTING OF STORM UTILITIES2.CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND OTHER UTILITY LINES. PROVIDE INSULATION WHEREWATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.3.CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR CONNECTIONS. PROVIDE APPROPRIATEPIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE AS VERIFIED IN THE FIELD.4.CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLE COMPRESSION JOINT TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, SECTION 719.6. RESILIENTRUBBER JOINTS MEETING ASTM C 923 MAY BE USED IF APPROVED BY AGENCY HAVING JURISDICTION, SEEPROJECT DETAILS.5.CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.6.CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND INSTALLING CATCH BASINS SO THAT THE INLETFRAME AND GRATE PROPERLY ALIGN WITH CURB AND GUTTER.7.DRAINTILE/SUBSOIL DRAIN AROUND BUILDING PERIMETER NOT SHOWN ON CIVIL DRAWINGS. CONTRACTOR SHALLVERIFY IF DRAINTILE REQUIRED WITH ARCHITECT/STRUCTURAL/MEP AND COORDINATE CONNECTION TO STORMSYSTEM WITH ENGINEER.8.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH CITY SPECIFICATIONS.9.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE. PIPE LENGTH INDICATED BETWEEN STRUCTURE AND FLARED END SECTION IS FROMCENTER OF STRUCTURE TO END OF FLARED END SECTION.10.PIPE SIZES SHOWN ON THE PLANS ARE INTERNAL PIPE DIAMETER.11.PROVIDE METAL FENCE POSTS AT END OF STORM SEWER PIPE STUBS, 4' ABOVE GRADE. STORM SEWER FENCEPOST SHALL BE PAINTED RED.1.UNTIL REVISION BLOCK STATES ISSUED FOR CONSTRUCTION, THE PLAN SET IS NOT CERTIFIED FORCONSTRUCTION AND CONTRACTOR IS BUILDING AT THEIR OWN RISK.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHIC SURVEY COMPLETED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF DISCREPANCIES ORVARIATIONS FROM THE DRAWINGS.a.STANTEC DOES NOT GUARANTEE THE ADEQUACY, ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.3.CONTRACTOR RESPONSIBLE FOR CONTACTING GOPHER STATE ONE CALL (1-800-252-1166) A MINIMUM OF 48 HOURSIN ADVANCE (EXCLUDING HOLIDAYS AND WEEKENDS) BEFORE STARTING WORK FOR LOCATIONS OFUNDERGROUND UTILITIES.4.CONTRACTOR SHALL ANTICIPATE PRIVATE UTILITY CONFLICTS THROUGHOUT THE PROJECT SUB CUT AND TRENCHAREAS AND MUST COORDINATE THE RELOCATION OR PROTECTION OF EXISTING UTILITIES, OR INSTALLATION OFNEW UTILITIES WITH UTILITY OWNERS THAT MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THECONSTRUCTION AREA BEFORE STARTING WORK. COSTS FOR SUCH WORK, INCLUDING EXTRA TIME AND EFFORTFOR PROVISIONS NECESSARY TO WORK AROUND OR UNDER UTILITIES, IS THE RESPONSIBILITY OF THECONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. FEES OR CHARGES WHICH ARE TO BE PAID TO THEUTILITY COMPANY, INCLUDING WORK THAT MUST BE PERFORMED BY THE UTILITY COMPANY, ARE AT NOADDITIONAL COST TO THE OWNER.5.QUANTITIES ARE APPROXIMATE, AND MAY VARY TO ALLOW COMPLETION OF WORK.6.WORK AND MATERIALS MUST COMPLY WITH CITY, COUNTY, STATE, AND FEDERAL (INCLUDING OSHA) REGULATIONSAND CODES.7.CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS PERFORMING WORK AT OR NEAR THE SITE.8.CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS TO ADJACENT PROPERTIES THROUGHOUTCONSTRUCTION.9.CONTRACTOR SHALL COORDINATE AND MAINTAIN MAIL, GARBAGE, AND RECYCLING SERVICES TO PROPERTIESTHROUGHOUT CONSTRUCTION.10.CONTRACTOR SHALL COORDINATE AND MAINTAIN STORMWATER DRAINAGE CONVEYANCE THROUGHOUTCONSTRUCTION (BOTH PIPED AND OVERLAND FLOW).11.CONTRACTOR SHALL COORDINATE AND MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICE MUST NOT BE INTERRUPTED WITHOUT APPROVAL FROM OWNER, CITY, AND ADJACENTPROPERTIES.12.CONTRACTOR SHALL COORDINATE WITH UTILITY SERVICES FOR SMALL UTILITY INSTALLATION.13.CONSTRUCTION LIMITS ARE TO PROPERTY LINE UNLESS SHOWN OR NOTED OTHERWISE. CONTRACTOR SHALLRESTRICT CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON PLANS WITHIN THE CONSTRUCTION LIMITS.14.CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PAVEMENT, SITE FEATURES, UTILITIES, TREES, ETC.,UNLESS NOTED OR SHOWN OTHERWISE.15.CONTRACTOR SHALL PHOTO OR VIDEO DOCUMENT EXISTING CONDITIONS OF TREES AND PLANTINGS, ADJOININGCONSTRUCTION, SURFACES, AND SITE IMPROVEMENTS, ETC. TO REMAIN THAT MIGHT BE MISCONSTRUED ASDAMAGE CAUSED BY CONSTRUCTION OPERATIONS. SUBMIT TO ENGINEER AND OWNER BEFORE CONSTRUCTIONBEGINS. USE ADEQUATELY DETAILED PHOTOGRAPHS OR VIDEO RECORDINGS. INCLUDE PLANS AND NOTATIONS TOINDICATE SPECIFIC EXISTING DAMAGE CONDITIONS OF ITEMS DESIGNATED TO REMAIN. ANY DAMAGE TO THEEXISTING PAVEMENT, CURBING, STRIPING, OR OTHER SITE FEATURE TO REMAIN MUST BE REPLACED BY THECONTRACTOR, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.16.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING CONSTRUCTION AND WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES.17.CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN WRITING OF DISCREPANCIES ORCONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONSARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO NOTIFY OWNER ANDENGINEER OF AN IDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER ANDENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.18.CONTRACTOR SHALL HAVE ONE COPY OF EACH REQUIRED CONSTRUCTION PERMIT AND ONE COPY OF THE MOSTCURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS (INCLUDING PLANS, SPECIFICATIONS,GEOTECHNICAL REPORT, SPECIAL CONDITIONS AND PROVISIONS, ETC.) AVAILABLE AT THE PROJECT SITE AT ALLTIMES.19.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPLEMENTATION AND ENFORCEMENT OF SAFE WORKPRACTICES, INCLUDING BUT NOT LIMITED TO PERSONNEL MONITORING, USE OF TRENCHING, SHEETING, ANDSHORING, SCAFFOLDING; MATERIALS HANDLING AND DRILLING; OPERATION OF EQUIPMENT; AND SAFETY OFPUBLIC DURING PROGRESS OF WORK.20.CONTRACTOR SHALL PLAN FOR AND ENSURE PERSONNEL COMPLY WITH PROVISIONS OF OSHA SAFETY ANDHEALTH STANDARDS (29 CFR 1910) AND GENERAL CONSTRUCTION STANDARDS (29 CFR 1926) AS APPROPRIATE.21.CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING SAFETY PRECAUTIONSAND PROGRAMS IN CONNECTION WITH WORK. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR SAFETYOF EMPLOYEES ON PROJECT SITE AND OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED BY THEPROJECT. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR SAFETY IN CONNECTION WITH WORK SHALLCONTINUE UNTIL SUCH TIME AS ALL WORK IS COMPLETED, AND ENGINEER HAS ISSUED NOTICE TO CONTRACTORTHAT WORK IS COMPLETE.22.HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND OTHER HAZARDOUSSUBSTANCES MUST BE PROPERLY STORED, BY THE CONTRACTOR, INCLUDING SECONDARY CONTAINMENTS, TOPREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TOPREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCAREGULATIONS. CONTRACTOR SHALL REMOVE SPILL OF FUELS, OILS, OR OTHER CHEMICALS IMMEDIATELY UPONDETECTION.23.IF CONSTRUCTION IS ANTICIPATED TO OCCUR DURING COLD WEATHER, IN THE EVENT THAT SNOW/ICE REMOVAL ISREQUIRED FOR SITE ACCESS AND CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL COORDINATE WITH OWNERFOR ACCEPTABLE SNOW/ICE STORAGE AREAS ONSITE. SNOW/ICE REMOVAL AND STORAGE IS INCIDENTAL TO THECONTRACT.24.CONTRACTOR SHALL DOCUMENT AND MAINTAIN AS-BUILT INFORMATION AS CONSTRUCTION PROGRESSES AND ISRESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER AS REQUIRED BY JURISDICTIONAL AGENCIESFOR CERTIFICATION. ALL AS-BUILT DATA MUST BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYORWHOSE SERVICES ARE ENGAGED AND PAID FOR BY THE CONTRACTOR IN ACCORDANCE WITH CITYSPECIFICATIONS.25.LAWS OR REQUIREMENTS OF PUBLIC AUTHORITY PRESCRIBE A HIGHER STANDARD/REQUIREMENT, THEN THEHIGHER STANDARD/REQUIREMENT PRESCRIBED SHALL SUPERSEDE THE PROVISIONS OF THIS DOCUMENT.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL MAINTAIN STREET AND TRAFFIC SIGNS AT ALL TIMES DURING CONSTRUCTION.3.SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY STANDARDS.1.CONTRACTOR SHALL PROTECT EXISTING TREES THAT ARE NOT TO BE REMOVED. INSTALL ORANGE MESH FENCING,4 FEET HIGH, WITH STAKES EVERY 10 FEET, 5 FEET OUTSIDE OF THE DRIP LINE OF PRESERVED TREES, OR AT THECONSTRUCTION LIMITS. DO NOT PERFORM ACTIONS WITHIN THE PROTECTED AREA THAT MAY HARM THE TREEAND COMPACT THE SOIL, INCLUDING EXCAVATION, STORING MATERIALS, PARKING AND TRAFFIC DURINGCONSTRUCTION. WHERE CONSTRUCTION REQUIRES DISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THEROOT ZONE AS LITTLE AS POSSIBLE.2.TREE PROTECTION MEASURES/FENCING MUST BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION AND MUST BEREVIEWED BY OWNER AND ENGINEER BEFORE STARTING CONSTRUCTION.3.WHEN TREE ROOTS ARE ENCOUNTERED THAT MUST BE REMOVED, CONTRACTOR SHALL CUT ROOTS CLEANLY ASFAR FROM THE TREE AS POSSIBLE AND IMMEDIATELY WATER AND BACKFILL OVER THE ROOTS TO PREVENTDRYING.1.THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83 HENNEPIN COUNTY COORDINATES SYSTEM US FOOT.2.THE VERTICAL CONTROL FOR THIS PLAN IS NAVD88.C-002GENERAL NOTES BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEOWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALKCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-006C-003OVERALL EXISTINGCONDITIONSSEE SHEET C-005SEE SHEET C-004LEGENDLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING CLAY BRICK PAVERS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESEXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALK CLAYBRICKPAVERSCONCRETE PAVERSN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)49.8786.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4ST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB975975975975980980980 980 980980 980980 9809859859 8 5 9 9 0 9959 9 5 9769779 7 8 979981981 9819829839849 8 6 9 8 79889 8 99919929 9 3994 975975975975975975975 975975 975975975975975975975975975975975 975 975 980980 980980980 980990987988989991 9959769 7 6 97 6976 976976976 976 976976976 9 7 7 9 7 7 97797 7 977977 977977 978978 978978978978978 979979979979 979979981 9819 8 1 981 981982 9 8 2 9829829829 8 2 9839839 8 3983983 984984984990988989991991 992993994© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-103SEE SHEET C-006 SEE SHEET C-005C-004PHASE 1 EXISTINGCONDITIONS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEXISTING CLAY BRICK PAVERSEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020EXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. 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LINE E. 424.72 FEET SW 1/4 SW 1/4ST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB980980 980980 9809859859 8 5990 995995995981981 9819829839849869 8 7 9 8 8 9 8 9 9 9 1 9 9 2 9 9 3994 9 9 6 9979 9 7 997975 975 980980980 980990987988989991 995995995 995995995 995995976 976976976 9 7 7 977977 977977 978 978978 979979979 979979981 9819 8 1 981 981982 9 8 2 9829829829 8 2 9839839 8 3983983 984984984990988989991991 992993993993993 993 993 993994994994 994994994 994994996996996996 996 996996997997 © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-004SEE SHEET C-006 C-005PHASE 2 NORTHWESTEXISTING CONDITIONSLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEXISTING CLAY BRICK PAVERSEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200980980 980980 980980980978979979 979981 981981 981981 982 982982982982982 982 983983983983983 983984984984984996996996 996 996 9969969969969969969 9 6 996996 © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-005C-006PHASE 2 NORTHEASTEXISTING CONDITIONS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESLEGENDLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEXISTING CLAY BRICK PAVERSEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALKCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-009SEE SHEET C-010SEE SHEET C-008( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-007OVERALL REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTES1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDINGLIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALK CLAYBRICKPAVERSCONCRETE PAVERSN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)49.8786.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4ST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEBPHASE 2 CONSTRUCTION:REMOVE OR ABANDON, BULKHEADAND BLOW FULL OF SANDPHASE 1 CONSTRUCTION:REMOVE AND PROVIDE TEMPORARYREROUTE OR PUMPING SANITARYWASTE TO ALLOW FOR BUILDINGCONSTRUCTIONEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASEEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASE1.11.21.21.21.21.21.21.41.41.41.41.41.41.41.41.41.41.21.71.71.71.71.71.71.71.71.71.71.71.71.71.281.71.71.71.71.72.101.71.71.71.51.51.301.261.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.301.51.51.61.81.91.92.21.91.102.31.102.102.42.101.111.112.102.12.12.22.32.42.52.52.52.52.41.251.251.251.251.22.62.62.62.72.82.82.82.83.13.13.13.13.13.13.13.13.32.42.42.42.91.131.141.152.32.53.13.11.161.161.111.171.171.171.171.171.171.181.182.101.181.91.112.31.113.31.111.11.41.201.191.211.171.172.131.161.161.151.211.251.72.101.101.211.211.211.211.211.51.51.51.151.151.272.91.261.321.301.151.211.202.32.41.21.21.21.51.301.51.301.51.51.72.121.31.3RESET FRAME AND GRATEWITH PROPOSED CURB1.21.52.141.101.151.41.41.41.51.111.141.31.18CONNECT TEMP CAPAFTER REMOVAL FORCONNECTION IN PHASE 21.102.41.11.41.31.211.41.21.21.32.121.31.21.21.31.31.41.42.143.23.2© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION NOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERS( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-010 SEE SHEET C-009C-008PHASE 1 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANCONSTRUCTION LIMITS EXISTING BUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB1.5PHASE 2 CONSTRUCTION:REMOVE OR ABANDON, BULKHEADAND BLOW FULL OF SANDEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASEEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASE1.11.11.11.21.21.21.21.21.21.41.41.41.41.41.41.41.41.41.41.41.21.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.281.71.71.71.71.71.51.51.51.51.301.261.51.51.51.51.51.51.51.51.51.51.51.51.51.301.51.51.81.92.21.91.102.42.101.111.112.102.12.12.42.42.52.52.52.41.251.21.21.21.22.62.62.62.62.72.82.82.82.83.23.13.13.13.13.13.13.13.13.32.42.42.91.152.53.13.11.111.171.171.171.171.171.171.91.112.31.113.31.111.201.191.211.171.172.131.161.161.221.231.151.41.11.11.211.251.72.101.101.211.51.51.211.51.51.51.151.151.272.91.261.291.311.321.321.321.322.111.301.151.211.201.21.21.51.301.51.301.51.51.72.121.3RESET FRAME AND GRATEWITH PROPOSED CURB1.21.151.41.41.51.111.141.31.18CONNECT TEMP CAPAFTER REMOVAL FORCONNECTION IN PHASE 21.102.41.41.41.51.91.111.31.31.331.213.21.32.121.31.21.31.31.41.41.21.21.21.22.63.22.143.2© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-008SEE SHEET C-010 C-009PHASE 2 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200REMOVE OR ABANDON, BULKHEAD1.11.11.21.21.21.21.21.41.41.41.41.41.41.41.41.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.51.51.51.51.51.51.51.51.51.51.51.51.51.81.121.92.21.92.42.41.21.21.22.62.62.62.83.23.23.13.13.31.121.121.121.121.151.111.171.91.113.31.111.201.221.231.11.11.51.211.51.51.51.151.151.271.291.311.311.311.311.321.321.321.321.301.151.41.11.11.201.21.21.21.51.301.51.31.18CONNECT TEMP CAPAFTER REMOVAL FORCONNECTION IN PHASE 22.41.91.111.31.331.331.331.331.331.21.43.23.2© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-009C-010PHASE 2 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5R20'5'5.9'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103SEE SHEET C-104SEE SHEET C-102C-101OVERALL SITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040 STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTSTSTSTSTWVWVWVSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)49.8786.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4ST6'26'26'9' (TYP.)26'26'6'12'12'12'14'14'26' 26'24'12' 13'18'(TYP.)8.8' 15'8' 30'6'5'6'6'12'12'12'14'6'20'10.7' 26' 10'6'7.5'21'5'5'6'XX X XXPROPOSED CITY HALLFFE 982.5XX1.21.21.21.21.21.21.21.41.221.221.41.21.51.51.51.51.51.51.201.51.52.31.61.61.61.61.61.61.141.22.96181492.102.102.102.102.102.102.112.31.21.22.112.112.11542.42.62.121.21.41.41.11.11.8.21.91.111.112.112.101.52.111.21.91.91.71.22.112.12.12.31.72.52.32.31.42.32.142.152.15R13'R56.2'R5'R5'R3.7'R8'R3.67'R3. 6 7 'R5'R5 ' R 3 . 6 7 'R3.67'R15'R 1 3 . 3 ' R 8 ' R 3 . 6 7 ' R 5 ' R 3 1 ' R 3 . 6 7 'R3.67'R206'R 5 5 ' R 6 0 'R15'R5'R8' R 5 ' R5'R5'R38.6'R41.9'R17 ' R36'R41.5'R5'R15'R5'R10'R27'R242.6'R3'R5'R5'R595.6'R10'R1 0 ' R 1 0 'R10'R196.1'R38.6'R275.9'R234.6'R 1 0 'R15.5'R194'R97'R61.4'R97'R21.9'R49.4'R10'R 1 0 ' R 3 . 6 7 '9'(TYP.)3.6'18'(TYP.)9' (TYP.)18'(TYP.)28'28' 17.8'6'9' (TYP.)9'(TYP.)18' (TYP.) 8.6' 18' (TYP.)9'(TYP.)2.9'1.21.51.61.41.12.162.172.32.3R20'5'1.8.31.21.21.51.51.61.41.51.51.51.41.4R8'R 8 ' R 8 'R8'1.71.201.201.201.11.11.11.11.11.11.11.11.11.1R3 . 6 7 'R8'1.191.51.201.221.221.221.201.211.211.211.211.52.182.181.31.21.171.171.131.131.131.131.71.71.181.51.121.151.151.8.1R 5 ' 8'6'6'8'1.22.32.111.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103SEE SHEET C-104 C-102PHASE 1 SITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020 STSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST26'26'9' (TYP.) 8' 121'91.7'112.2'12'12'6'8'26'26'6'14'14'26' 26'24'12' 13'18'(TYP.)15'8' 30'6'5'6'6'12'12'12'10'14'12'6'20'10.7' 26' 10'7.5'21'15'8'5'5'6'XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX1.21.21.21.21.21.21.22.71.41.221.221.41.21.51.51.51.51.51.51.201.51.51.52.32.41.61.61.61.61.61.61.61.141.211216181492.102.102.102.32.42.32.31.21.22.112.42.4542.42.62.121.21.21.41.41.11.11.8.21.92.131.111.112.112.101.52.111.21.91.91.71.22.112.12.12.31.72.51.42.32.4R13'R56.2'R5'R5'R3.7'R8'R3.67'R3. 6 7 'R5'R5 ' R 3 . 6 7 'R3.67'R15'R 1 3 . 3 ' R 8 'R3.67'R 3 . 6 7 ' R 5 ' R 3 . 6 7 ' R 3 1 ' R 3 . 6 7 'R3.67'R206'R 5 5 ' R 6 0 'R15'R5'R8' R5 'R5'R200'R188'R315' R300'R299.1'R5'R 5 ' R 5 ' R5'R5'R38.6'R41.9'R17 ' R5'R5'R5'R15'R5'R324.4'R282.7'R10'R1 0 ' R 1 0 'R10'R196.1'R38.6'R275.9'R 1 0 'R15.5'R194'R97'R61.4'R97'R21.9'R49.4'R10'R 1 0 ' R 3 . 6 7 ' R292'9'(TYP.)18'18'(TYP.)9' (TYP.)18'(TYP.)28'28' 17.8'6'9' (TYP.)9'(TYP.)18' (TYP.) 8.6' 18' (TYP.)9'(TYP.)1.51.61.41.11.12.161.51.52.172.32.3R20'5'1.8.31.21.51.51.61.41.51.51.41.4R8'R 8 ' R 8 'R8'1.71.11.11.11.15.9'R3 . 6 7 'R8'1.51.201.211.211.211.211.51.41.41.212.192.182.181.31.21.171.171.131.131.131.51.121.151.151.8.1R 5 ' 8'6'6'8'1.22.32.112.111.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONSEE SHEET C-102SEE SHEET C-104 C-103PHASE 2 NORTHWESTSITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020 WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 2501252009'(TYP.)26'26'9'(TYP.) 6' 8'69'121'91.7'112.2'12'12'26'26'6'14'14'26'26'24'26' 12'13'18'(TYP.)18' (TYP.) 18' (TYP.)18'(TYP.)14'6'12'6'12'6'20'10.7'26'10'7.5'21'15'8'5'6'8' X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX1.21.22.71.41.221.221.42.21.21.221.51.51.51.51.51.51.201.51.51.51.51.51.52.42.41.61.61.61.61.61.61.61.61.141.21121106181492.102.102.102.42.41.22.42.4541.21.11.61.11.8.21.92.132.112.101.52.111.21.91.91.71.22.31.72.51.42.31.22.42.4R3.7'R8'R3.67'R3.67'R5'R5'R3.67'R3.67'R3.67'R3.67'R5'R3.67'R5'R 1 0 ' R 5 ' R31'R3.67'R3.67'R5'R5'R200'R188'R300'R17'R3 . 6 7 'R3.67'R 2 0 'R5'R15'R5'R10'R10'R10'R196.1'R38.6'R275.9'R10'R10'R10'R3.67'R292'9'(TYP.)18'18'(TYP.)9'(TYP.)18'(TYP.)9'(TYP.)9'(TYP.)18'(TYP.)8.6'18'(TYP.)9'(TYP.)9' (TYP.)2.172.3R8'R8'R8'R8'1.22R3.67'R8'1.51.201.211.211.211.211.51.51.211.211.141.161.141.161.171.171.131.131.131.151.151.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103C-104PHASE 2 NORTHEASTSITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020 STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5IIIIIII I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSEXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTES( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-201OVERALLPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-203SEE SHEET C-204SEE SHEET C-202EROSION CONTROL BLANKETPERMANENT STABILIZATION EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX975980985973973 974976977978 97998198298398498697597 5 975 975975975 974974 974974 974 974 99098098098098599098198298398498698798898999199199199299299299397 5 9809749 7 6 97797897 9 981IIIIIII IIIIIIII I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►11111111311111111111555555555555555555555544454111111166647117777666985982983984986975980985976977978979981982983984986987988989992980985990976977978979981982982982 983984986987988989991980 981982983990 991 981982983 984978978978978979975974976977978 975777777222►►►►►►►►►►►►4555555555411.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-202PHASE 1POST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-204 SEE SHEET C-203►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX996 996996975980985990974976977978 9799819829839849869879889899919 9 6 9 9 5 99098098098098599099598198298398498698798898999199199199299299299399399399498097 9 981IIIIIII IIIIIIII I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►11111131111111111115555555555555555555554454445111111116677776662669859829839849869809859799819829839849869879889899929959949859909 9 5982982982983984986987988989991992993994980981982983990 991 981982983 98499098999199299399 4 995991992993994 99697897897897897997597497697797877 7772222►►►►►►►►►►►►►►45555551C-203PHASE 2 NORTHWESTPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-202SEE SHEET C-204 1.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX985985985990990995 9 9 5983984986987 987 98798898 89899899919919929929939 9 39949 9 4 98 5 990990 990 995 9839 8 4 98 6 98798 8 98 9 991 992 993 9 9 4 995 997997997990991991991980979 981I IIIII I I I I I I I ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►221213111111115555555555555554544111117985982983984986980985979981982983984986987988989992993995 994 995 996995994990 995989991992993994 9 9 6 9 9 7 9 9 772555 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-204PHASE 2 NORTHEASTPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-2031.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION SOIL MAPIN ACCORDANCE WITH SECTION 21 OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATERASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINEDUNDER THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM. MICHAELHIMMERICH CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH MAY 31, 2027.THE ADJACENT TABLE INDICATES THE ESTIMATED MATERIAL QUANTITIES NECESSARY TO IMPLEMENT THE TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND ON THE CONSTRUCTIONDRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS WILL BE INSTALLED/CONSTRUCTEDWHEN NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS AND IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS.MAINTAIN AND REPLACE BMPs DURING THE EXECUTION OF THE PROJECT AS REQUIRED TO CONTINUE SWPPP COVERAGE DURINGCONSTRUCTIONNOTE: QUANTITIES ON PLAN SUPERCEDES LISTQUANTITIES IN A DISCREPANCYSWPPP DOCUMENTSINSPECTIONSIMPAIRED WATERS, SPECIAL WATERS, AND WETLANDSESTIMATED BMP QUANTITIES AND INSTALLATION SCHEDULECERTIFICATIONPROJECT NAME: CHANHASSEN CIVIC CAMPUSPROJECT LOCATION: 7700 MARKET BOULEVARD, CHANHASSEN, MN 55424PROJECT TYPE: CITY CENTER WITH AN ASSOCIATED SURFACE PARKING LOT, OUTDOOR FACILITIES, STORM SEWERNETWORK, AND UTILITIES.TOTAL AREA DISTURBED BY CONSTRUCTION: APPROXIMATELY 6.08 ACRES. THE TOTAL SITE AREA ISAPPROXIMATELY 9.40 ACRES.ESTIMATED CONSTRUCTION DATES: SPRING 2024 - FALL 2025CUMULATIVE IMPERVIOUS SURFACE/PERMANENT STORMWATER MANAGEMENT REQUIREMENTS:THE PROPOSED PROJECT RESULTS IN A ±0.07 ACRE NET DECREASE IN IMPERVIOUS SURFACE WITHIN THE LIMITS OFDISTURBANCE. INCLUDE ANY INFORMATION ABOUT FUTURE EXPANSION IMPERVIOUS HERE.THE SITE ULTIMATELY DRAINS TO, BUT IS WITHIN 1 MILE OF, RILEY CREEK, WHICH IS LISTED AS AN IMPAIRED WATERFOR AQUATIC CONSUMPTION AND AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THEWATERBODY FOR MERCURY IN FISH TISSUE AND NUTRIENTS.THE SITE ULTIMATELY DRAINS TO, BUT IS WITHIN 1 MILE OF, RICE MARSH LAKE, WHICH IS LISTED AS AN IMPAIREDWATER FOR AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR NUTRIENTS.THE SITE IS WITHIN 1 MILE OF LOTUS LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTION,AQUATIC LIFE, AND AQUATIC RECREATION.THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FORMERCURY IN FISH TISSUE AND NUTRIENTS.THE SITE IS WITHIN 1 MILE OF SUSAN LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTIONAND AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR MERCURY IN FISHTISSUE AND NUTRIENTS.THE SITE IS WITHIN 1 MILE OF ANN LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTION.THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR MERCURY IN FISH TISSUE.THE PERMANENT STORMWATER SYSTEM WILL CONSIST OF AN UNDERGROUND STORMWATER SYSTEM BENEATH APARKING LOT. THE STORMWATER DISCHARGES SOUTH AND CONNECTS TO THE EXISTING CITY OF CHANHASSENSTORM SEWER SYSTEM. THE STORMWATER ULTIMATELY DISCHARGES TO RILEY CREEK SOUTH OF THE SITE.PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): CITY OF CHANHASSENCONTACT: CHARLES HOWLEYCONTACT PHONE: 952-227-1169CONTACT EMAIL: TBDPARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): TBDCONTRACTOR: TBDCONTRACTOR PHONE: TBDCONTRACTOR EMAIL: TBDCONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FORINCORPORATION INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY INEFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABILIZATION AND NOT SUBMITTAL).CONTRACTOR SHALL ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMITFOR INCORPORATION INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THEINFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT.THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTS SHALLBE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE SWPPP SHALL BE AMENDED BYTHE PERSON RESPONSIBLE TO INCLUDE ANY DOCUMENTS NECESSARY TO ENSURE ADHERENCE TO THE GENERALPERMIT.CHANHASSEN CIVIL CAMPUS CIVIL CONSTRUCTION DRAWINGS BY STANTEC DATED JANUARY 2023CHANHASSEN CIVIL CAMPUS STORMWATER MANAGEMENT PLAN BY STANTEC DATED JANUARY 2023RECORD RETENTION - THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BEKEPT ON-SITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BYREFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ON-SITE WITH THE SWPPP RECORDS. THE OWNERMUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOTICE OF TERMINATION:1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT;2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION;3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE.INSPECTOR(S): TBD - TRAINING DOCUMENTATION (PER SECTION 21.2 OF THE PERMIT) WILL BE INCORPORATED INTOTHIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILLMAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT.INSPECTIONS AT THE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND, WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.1.THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY SECTION 21.3 OF THE PERMIT.TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO THE SWPPP.INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, ANDINFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTEDAS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY OFFSITE DISCHARGE MUST BE DOCUMENTED ASIDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OFTHE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR DAYS. AN INSPECTION LOG IS ALSOATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ON-SITE FOR THE DURATION OF THECONSTRUCTION PROJECT.AT A MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION:-RECORD DATE AND TIME OF INSPECTION.-RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION.-INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION.-INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS.-INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES.-INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS.-RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS.-RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP.-RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS.-INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS.THE GENERAL CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TOREFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATESSHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION,MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING,GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION.THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCYSITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ANY PERMIT REQUIREDEROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTIONENTRANCE, SILT FENCE, EROSION CONTROL BLANKET) SHOWN ON THE CONSTRUCTION DRAWINGS WILL BEINSTALLED AT THE SITE.ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED WITHIN 7 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY (WILL NOT RESUME FOR A PERIODEXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY.EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION CONTROL BLANKET,SEED) OR PERMANENT COVER YEAR ROUND.CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION WHEN PRACTICAL.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATERFROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEETFROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUSTBE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITHTEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER.SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION:BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE.2.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS.3.PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS.4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS/BASINS.5.PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE.6.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.7.BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING BELOW FOR ADDITIONALINFORMATION.8.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.9.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.).10.PAVE CURB AND GUTTER, SIDEWALK, AND PARKING LOT/ DRIVEWAYS.11.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. DISTURBED AREAS THAT WILL BEINACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY NPDES OR PERMIT.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURBAND GUTTER SYSTEMS AND STORM SEWER INLETS. THE FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENTCONTROL PRACTICES IN ORDER TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS:1.INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS PRIOR TO LANDDISTURBING ACTIVITIES.2.SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING TEMPORARY SOIL STOCKPILES.3.VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE/EXIT. STREET SWEEPING SHALL BE PERFORMEDIF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENTMUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PERTHE PERMIT.4.STREET SWEEPING IS NOT TO BE USED AS A PRIMARY BMP FOR SEDIMENT TRACKING. IF SEDIMENT IS TRACKEDOFFSITE, WORK WILL CEASE UNTIL PROPER EROSION CONTROL AND SEDIMENT CONTROL DEVICES AREINSTALLED AND/OR BEING MAINTAINED TO PREVENT TRACKING BEYOND THE SITE'S PERIMETER (CONTAINMENTAREA). ALL STREET SWEEPING MUST BE PERFORMED UTILIZING A PICK-UP SWEEPER. IF NECESSARY WATERWILL ALSO BE USED TO CLEAN UP THE STREETS PRIOR TO BEING SWEPT TO ENSURE THEY ARE FULLYCLEANED.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL DEVICES REQUIREMAINTENANCE, REPAIR, OR REPLACEMENT:-IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF THE FENCE, REMOVE ALLSEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVESTANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 24 HOURSOF DETECTION OR NOTIFICATION.-IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER REPLACE THE ENTRANCE ORADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION OR NOTIFICATION.-IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER PROPERTIES, THE INSPECTOR SHALLIDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONALEROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES.-IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISEMANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE INSPECTORSHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HASOCCURRED ON THE PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION ANDCORRECT THE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTORSOLID WASTE:SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS,PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTE, INCLUDING ALL TRASHONSITE, MUST BE REGULARLY DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.HAZARDOUS MATERIALS:HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCEMUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS.CONSTRUCTION EQUIPMENT/VEHICLES:EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OFTHE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING ISALLOWED ON SITE. REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BETAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCTFUELING IN A CONTAINED AREA UNLESS INFEASIBLE.CONCRETE WASHOUT AREA:CONCRETE WASHOUT WILL BE PERMITTED ON-SITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FORCONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLIDWASTES GENERATED BY WASHOUT OPERATIONS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THEGROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE WASHOUTOPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITHMPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITEPERSONNEL TO UTILIZE THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT WASTES.CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE THE LOCATION HAS BEENDETERMINED.FERTILIZERS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTSOR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER.SANITARY WASTE MUST BE DISPOSED OF PROPERLY.POLLUTION PREVENTION MEASURESPROJECT INFORMATIONEROSION AND SEDIMENT CONTROLIMPAIRED WATERS MAPGENERAL SWPPP NOTESDEWATERING IS NOT ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY CONSTRUCTION. IN THEEVENT THAT DEWATERING IS NECESSARY CONTRACTOR SHALL COMPLY WITH PERMIT SECTION 10.1 REQUIREMENTSFOR DEWATERING.THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE PERMIT AS NECESSARY TOINCLUDE ADDITIONAL REQUIREMENTS, TO CORRECT PROBLEMS IDENTIFIED, OR TO ADDRESS SITUATIONS PERSECTION 6.1 OF THE PERMIT.THE PROJECT WILL NOT DISTURB MORE THAN 10 ACRES THAT PROMOTE DRAINAGE TO A COMMON LOCATION,THEREFORE A TEMPORARY SEDIMENT BASIN WILL NOT BE REQUIRED. THIS SWPPP SHALL BE AMENDED BY THECONTRACTOR IN ACCORDANCE WITH THE GENERAL PERMIT TO INCLUDE TEMPORARY SEDIMENTATION BASINS, IFTHEY BECOME NECESSARY. BASINS, IF DESIGNED BY THE CONTRACTOR, SHALL ACCOMMODATE NO LESS THAN 3,600CUBIC FEET OF LIVE STORAGE PER ACRE OF CONTRIBUTING DRAINAGE AREA. BASIN OUTLETS SHALL BE DESIGNEDTO WITHDRAW WATER FROM THE SURFACE OF THE BASIN, PREVENT SHORT-CIRCUITING AND THE DISCHARGE OFFLOATING DEBRIS. BASINS SHALL HAVE A STABILIZED EMERGENCY OVERFLOW LOCATION AND BE DESIGNED TOPREVENT THE DISCHARGE OF POLLUTANTS TO THE EXTENT PRACTICAL.FINAL STABILIZATION:ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVERACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINALSTABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THERESTORED PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS(SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BECLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OFTERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION.THIS PROJECT IS LOCATED WITHIN ONE MILE OF, AND ULTIMATELY DISCHARGES TO, AN IMPAIRED WATER. RILEYPURGATORY BLUFF CREEK IS LOCATED SOUTH OF THE PROJECT LOCATION AND IS LISTED AS IMPAIRED FOR AQUATICCONSUMPTION AND AQUATIC RECREATION.. DISCHARGE TO AN IMPAIRED WATER REQUIRES IMPLEMENTATION OFSECTION 23.1 OF THE PERMIT AS INCORPORATED INTO THIS SWPPP DOCUMENT.THE PROJECT SITE DISCHARGES TO AN UNDERGROUND STORMWATER SYSTEM FOR STORMWATER MANAGEMENTPRIOR TO THE ULTIMATE DISCHARGE POINT ONSITE. THE PROJECT WILL NOT IMPACT WETLANDS.SITE SOILS - SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS NOT LOCATED IN A KARST AREA.© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-202 SWPPP.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-205SWPPPC:\Users\hlorsung\Documents\Signatures\Himmerich-M.jpg STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII I IIIICITY HALLFFE: 982.5PARK PAVILLIONFFE: 989►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-301OVERALL GRADINGPLANSEE SHEET C-303SEE SHEET C-304SEE SHEET C-302 STSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►RIM:75.86►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIII I I IIIIIIII975980985 990974976977978979981982983984986987988989985 990990 990986987988989 991991 991 9929929929 8 0 980 976976 977977 978 9 7 9 979 981 981 9 8 5990995 9959829 8 3 9849 8 6 9 8 7988989991992993994 981982982982982 982985990990982983984986987988989989989975980971972973974976977978979981 982 982 980975974976977 97897697797897 4 9709709759759759809809 8 0 9859909719719729729739739749749769769769779779 7 7 9789789789799799 7 9 9 8 1 98 2 983984986986986987988989991992992992 985981 9 8 2982 982983984986987988980979 98198097697797897998198 5 9 9 0 9 8 2 9 8 3 984 98 6 9 8 7 9 8 8 9 8 9 991 992 990990989989 989991990991992993994CITY HALLFFE: 982.5PARK PAVILLIONFFE: 989RIM:74.77►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4. 8 % 4.3%1.6%3.3%1.7%1.8%7.6%3.4%???7.3%1.7%2.2%4.5%2.2%5.7%2.9%2.8 %1.1%2.4 %FG:82.50FG:82.50FG:82.50FG:82.50FG:82.45FG:73.88TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50RIM:88.28FG:88.82FG:91.791.7% 13.2 % 2.5 % 3:1 2.3 % 1.8 % 4. 1 % 4.6% 3. 9 %1.5%1.8%1. 9 %8.8%4. 5 %3.0%2.3%2.9% 4.1%4.9% 4 . 9%3.2%4. 3 %2.8%0.5%1.7%1.8%3.0%1.5%0 . 8% 1. 2 % 1.7% 1.9% 4.1% 4. 0 %4.9%1. 5 % 4.7%4.7% 4.8% 1.9% 1.4% 4.0%7.9%FG:77.50BW:79.15BW:79.15FG:81.71FG:75.41FG:91.10FG:79.66PARK STAGEFFE:990.50FG:89.00FG:89.00FG:89.00FG:88.67FG:85.701.7%ME:80.70ME:80.92ME:81.09ME:81.49ME:81.51FG:75.48FG:75.31ME:75.70ME:78.00ME:79.51ME:73.00ME:73.49ME:72.75ME:73.75ME:88.32ME:89.77ME:92.23ME:92.41ME:83.50FG:81.58ME:81.49ME:81.11ME:81.510.9 %3.6%1.8%1.4%FG:81.46FG:81.56FG:81.41FG:82.01FG:81.76FG:81.69BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11BW:74.46TW:74.53BW:75.48TW:82.40BW:77.23TW:82.28TW:82.36BW:80.71FG:77.1 7 ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:77.50FG:75.98FG:75.71FG:74.53FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.19FG:82.13FG:82.46FG:83.33FG:83.22FG:82.34FG:82.04FG:81.97FG:81.88FG:81.92FG:82.11FG:82.22FG:82.21FG:81.87FG:82.01FL:81.12FL:80.66FL:80.02FL:79.41FL:77.97FL:76.68FL:75.21FL:73.96FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:78.63FG:79.00FG:78.74FG:77.24FG:77.05FG:77.42FG:78.6 7 FG:77.0 2 FG:74.5 3 FG:78.9 5 FG:82.4 5 FG:89.00FG:89.00FG:89.00FG:89.00FG:89.00FG:88.83FG:88.76FG:88.89FG:85.89RIM:89.50FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.86FL:92.10FL:79.85TC:80.35FG:80.54FG:80.442.6%►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I IFL:78.87FL:78.98FL:78.23FL:78.40FL:78.22FL:78.15FL:78.01FL:77.96978FL:79.09FL:79.58FL:79.08FL:78.70FL:78.29FL:77.70FL:77.66FL:78.40RIM:79.47RIM:88.79RIM:82.84RIM:82.62RIM:80.71RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:74.35RIM:76.43RIM:76.74RIM:81.02RIM:81.10FG:81.69RIM:81.76RIM:82.04RIM:89.19RIM:80.39RIM:79.36RIM:74.48RIM:74.30RIM:86.02RIM:86.36RIM:82.13RIM:82.12RIM:74.379:1BW:71.00BW:71.00BW:71.00RIM:76.35FL:73.62FL:91.74FG:91.80FG:91.78►►►►►►►►►►►►►►FG:89.23FG:88.87FG:88.81FG:88.98FG:88.93FG:88.73FG:88.87FG:88.87FG:89.00FG:89.08RIM:89.00© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-302PHASE 1 GRADING PLANSEE SHEET C-304 SEE SHEET C-303 STSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIII I I I I I IIIIIIII980985 990979981982983984986987988989985 990990 990 995995 986987988989 991991 991 991 992992992992993993994994 9 8 0 980 978 9 7 9 979 981 981 9759809859909749769779789799819829839849869879889899919 8 5990995 99599599599 5 9829 8 3 9849 8 6 9 8 7988989991992993994 9969969 9 6 981992993994985990990990995982983984986987988989989989991992993994975980971972973974976977978979981 982 982 980975976977 9789709709759759809809 8 0 9859909719719729729739739749749769769779779789789799799 8 1 98 2 983984986986986987988989991992992992 993985981 9 8 2982 982983984986987988980979 98198 5 9 9 0 9 8 2 9 8 3 984 98 6 9 8 7 9 8 8 9 8 9 991 992 9909959919929939949909 9 5 989989 989991992993994990991992CITY HALLFFE: 982.5PARK PAVILLIONFFE: 989►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4. 8 % 4.3%1.6%3.3%3.4%7.3%1.7%2.2%4.5%2.2%5.7%2.9%1.8%4.1%6.3%1.1%2.4 %FG:82.50FG:82.50TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50RIM:88.28FG:88.82FG:91.794.3% 1.8% 5.0% 1.7% 13.2 %1.7%2.5 % 3:1 2.3 % 1.8 % 4. 1 % 4.6% 3.9 %1.5%1.8%1. 9 %8.8%4. 5 %3.0%2.8%0.5%1.7%3.0%1.5%0 . 8% 1. 2 % 1.7% 1.9% 4.1% 4. 0 %4.9%1. 5 % 4.7%4.7% 4.8% 1.9% 1.4% 1.3% 4.0%7.9%BW:79.15BW:79.15FG:91.10FG:79.66PARK STAGEFFE:990.50FG:89.00FG:89.00FG:89.00FG:89.58FG:95.20FG:94.20FG:88.67FG:85.701. 7 %ME:95.14ME:91.56ME:91.12ME:95.92ME:96.61ME:95.63ME:95.24ME:94.86ME:96.66ME:80.70ME:80.92ME:81.09ME:81.49ME:81.51ME:78.00ME:79.51ME:88.32ME:89.77ME:92.23ME:92.41ME:96.99ME:97.21ME:95.35ME:95.25ME:83.50FG:81.58ME:81.49ME:81.11ME:81.510.9 %3.6%1.8%1.4%FG:81.46FG:81.56FG:81.41FG:82.01FG:81.76FG:81.69BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.19FG:82.13FG:82.46FG:83.33FG:83.22FG:82.34FG:82.04FG:81.97FG:81.88FG:81.92FG:82.11FG:82.22FG:82.21FL:81.12FL:80.66FL:80.02FL:79.41FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:89.00FG:89.00FG:89.00FG:89.00FG:89.00FG:88.83FG:89.45FG:89.40FG:89.13FG:88.76FG:89.54FG:89.41FG:88.89FG:85.89FG:93.05FG:93.02RIM:92.88RIM:89.30RIM:89.50FL:93.58FL:93.17FL:92.89FL:93.59FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.86FL:92.10FL:79.85TC:80.35FG:80.54FG:80.442.6%►►►►►►►►►►►►IIIIIIIIII I I I I I I I I I I IFL:78.87FL:78.98FL:78.23FL:78.40FL:78.22FL:78.15FL:78.01FL:77.96978FL:79.09FL:79.58FL:79.08FL:78.70FL:78.29FL:77.70FL:77.66FL:78.40RIM:79.47RIM:88.79RIM:82.84RIM:82.62RIM:80.71RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:81.02RIM:81.10FG:81.69RIM:81.76RIM:82.04RIM:89.19RIM:80.39RIM:86.02RIM:86.36RIM:82.13RIM:82.12RIM:93.51RIM:93.439:1BW:71.00BW:71.00BW:71.00FG:94.45FG:95.45FG:95.45FG:94.14FG:94.61FG:94.90FG:93.60FG:94.95FL:91.74FG:91.80FG:91.78FG:94.45FG:94.45FG:94.32►►►►►►►►►►►►►►FG:89.23FG:88.87FG:88.81FG:88.98FG:88.93FG:88.73FG:88.87FG:89.26FG:89.21FG:88.87FG:89.00FG:89.08RIM:89.00© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-303PHASE 2 NORTHWESTGRADING PLANSEE SHEET C-302SEE SHEET C-304 WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIII I I I I I I980985 985990990979981982983983984984986986987987988988989989 991991990 9 9 5 987988 9 8 9 991 992 993 99 4996 996997997997997997997 990 99 5 987 987988989 991 992 9 9 3 9 9 4 980979 981 985990990981982982982982982983984986987988989991 991975980971972973974976977978979981982 970970975975980980980 985990995995995971971972972973973974974976976977977978978979979981982983984986986986987988989991992992992993994 996996 995994996985981 982982 982983984986987988990995991992993994 995996 997997995 994990991992993994CITY HALLFFE: 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4.8%4.3%1.6%3.3%1.8%4.1% 2.8 %2.0%2.4%FG:82.50FG:82.50TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.505.0%1.7%13.2%1.7%2.5%3:12.3%1.8%4.1%4.6%3.9%1.5%1.8%1.9%8.8%4.5%3.0%2.8%3.0%1.5%0.8%1.0%1.0%1.0%1.0%1.5%3 . 2%3.3% 1.2 % 1.8% 2. 5 % 4.0%7.9%BW:79.15BW:79.15FG:94.20ME:95.63ME:95.24ME:90.52ME:90.46ME:95.91ME:94.86ME:95.25ME:93.36ME:95.32FL:95.90FL:96.08ME:88.32ME:89.77ME:95.35ME:95.25ME:95.43ME:95.35ME:83.50BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.46FG:82.22FL:81.12FL:80.66FL:80.02FL:79.41FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:89.54FG:89.41FG:88.89FG:85.89FG:93.05FG:93.02RIM:92.88RIM:89.30RIM:89.50FL:93.58FL:93.17FL:92.89FL:93.59FL:93.65FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:93.06FL:93.35FL:93.76FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.42FL:91.86FL:92.10FG:93.44FL:93.72FL:93.66FL:93.62FL:93.60FL:94.57FG:93.44FG:93.44FG:93.44FL:79.85TC:80.35FG:80.54FG:80.442.6%►►RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:81.10FG:81.69RIM:81.76RIM:86.02RIM:82.12RIM:95.49RIM:93.51RIM:93.439:1BW:71.00BW:71.00BW:71.00FG:94.45FG:95.45FG:95.45FG:94.14FG:94.61FG:94.90FG:93.60FG:94.95FL:91.74FG:91.80FG:91.78FG:94.45FG:95.28FG:95.28FG:95.28FG:94.45FG:94.32FG:94.86FG:94.86FL:93.24ME:95.39FG:88.98FG:88.93© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-304PHASE 2 NORTHEASTGRADING PLANSEE SHEET C-303 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWV864.98 WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►IIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►III►►►►►►►►►►►►►►►►►►►►►►►►►►I I IIII►►►►►►►►►►►►►►►►0+001+00 2+003+004+005+006+006+74 ►►►►►►IIIIIIIIIII0+001+002+003 + 0 0 3+160 + 0 0 1+00 2+00 3+00 4+00 4+31►►►►IIIIIIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCER( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-401OVERALL UTILITY PLANSEE SHEET C-403SEE SHEET C-404SEE SHEET C-402 EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►6" 45° BEND►►►►►►►►►►►IIIIIII I1.5" CORPORATION6"X4" TEE1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII4" GV6" GV8"X4" TEE8"X6" TEE8"X6" TEE8"X6" TEE8" GV8"X6" REDUCER9809809859859909 9 0 9 9 5 9 9 5 976976 977977 97 8 9799819 8 1 9829 8 2 9839839849849869869879 8 79889 8 89899 8 9 9919919919 9 19929929929 9 3 9 9 4975975 9 7 5 975980 985990974974 974974 9 7 4974 974 976 976 9 7 6976 976 976 976 976 9769779 7 8 97 9 98 1 98 2 9839849869 8 7 9 8 8 989975973 973974 9769779789799759809859909 9 0 990971972973974976977978979981982983983983984986986986987988989991980976977978979 981 9829859909909819 8 2 983984986987988989989980 979 985990 984986987988989991 992978976977►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I IIIIIIII6" GV6" 45° BEND4" GV8" 45° BEND8" 45° BENDCURB STOP AND BOXSAN MH 4RIM=982.046" INV IN=972.11 (NW)6" INV OUT=972.01 (S)SAN MH 7RIM=974.778" INV IN=962.54 (N)8" INV OUT=962.44 (W)SAN MH 8CONNECT TO EXISTING SANITARYPIPE WITH DOGHOUSE MANHOLE ORSIMILAR PER CITY STANDARDSRIM=974.48PR. 8" INV IN=961.95 (E)EX. 8" INV OUT=960.96 (S)EX SAN MH 11RIM=974.308" INV IN=960.50 (N)DOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSSPLASH PAD WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS18" GATE VALVE6" PVC4" PVC1" PEX8" PVC4" PVC6" PVC6" PVC4" PVC6" PVC8" PVC8" PVC8" PVC6" PVC 94 LF OF 8" PVC @ 0.40%116 LF OF 6" PVC @ 1.00%123 LF OF 8" PVC @ 0.40%71 LF OF 6" PVC @ 1.00%72 LF OF 8" PVC @ 2.00%CONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD8" P V CCONNECT TO EXISTING SANITARY MANHOLERIM=980.396" INV IN=971.30 (N)8" INV OUT=971.20 (S)SANITARY BLDG CONN 2VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS6" INV OUT=974.51 (S)SANITARY BLDG CONN 1VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS114 LF OF 6" PVC @ 1.00%SAN MH 5SEE DETAIL 2104/C-805RIM=979.368" INV IN=970.89 (N)8" INV IN=963.02 (E)8" INV OUT=962.92 (S)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►18"X8" TEE0+001+00 2+003+004+005+006+006+74 ►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIII0+001+002+003 + 0 0 3+160 + 0 0 1+00 2+00 3+00 4+00 4+31►►►►►►►►►►►►IIIIIIIIIIIIIIIIIII I I I I I I I I I ISAN MH 3RIM=980.186" INV IN=973.35 (N)6" INV OUT=973.25 (SE)ICURB STOP AND BOX1.5" COPPER1.5" COPPER 6" GV6" PVC6" HYDRANT8" PVC6" PVC8" PVC8" 45° BEND8" 45° BEND8" PVC8" PVC8" PVC8" PVC8" 45° BEND8" PVC18" GATE VALVE18" PVC18" 45° BEND18" PVC18" PVC18" GV18" PVC18" 45° BEND18" PVC18" 45° BEND18" PVC18" 45° BEND18" PVC1235498761011►►►►►►►►►►►►►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-402PHASE 1 UTILITY PLANSEE SHEET C-404 SEE SHEET C-403 BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTSTXXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►6" 45° BEND►►►►►IIIIIII I1.5" CORPORATION6"X4" TEE1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII4" GV6" GV8"X4" TEE8"X6" TEE8"X6" TEE8"X6" TEE8" GV8"X6" REDUCER9809809859859909909959959 9 5 99597 8 9799819 8 1 9829 8 2 9839839849849869869879879889 8 8989989 9919919919919929929929 9 2 9939 9 3 9949 9 4 996996 997997975980985990974976977978979981982983984986987988989991980 98599097 9 98 1 98 2 9839849869 8 7 9 8 8 9899759809859909 9 0 9909719729739749769779789799819829839839839849869869869879889899919929929929939 9 49829859909909819 8 2 983984986987988989989980 979 985990 984986987988989991 992993994994994992►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I I I I IIIIIIII6" GV6" 45° BEND4" GV8" 45° BEND8" 45° BENDCURB STOP AND BOXSAN MH 4RIM=982.046" INV IN=972.11 (NW)6" INV OUT=972.01 (S)DOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSSPLASH PAD WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSWATER BUBBLER WATER SERVICE CONN.VERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS6" PVC4" PVC1" PEX8" PVC4" PVC6" PVC6" PVC4" PVC6" PVC8" PVC8" PVC8" PVC6" PVC116 LF OF 6" PVC @ 1.00% 71 LF OF 6" PVC @ 1.00%CONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD8" P V CCONNECT TO EXISTING SANITARY MANHOLERIM=980.396" INV IN=971.30 (N)8" INV OUT=971.20 (S)SANITARY BLDG CONN 2VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS6" INV OUT=974.51 (S)114 LF OF 6" PVC @ 1.00%SAN MH 5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►0+001+00 2+003+00 ►►►►►►►►►►►►►►►►►2+00 3+00 4+00 4+31►►►►►►►►►►►►1" PEXIIIIIIIIII I I I I I I I I I ISAN MH 3RIM=980.186" INV IN=973.35 (N)6" INV OUT=973.25 (SE)ICURB STOP AND BOX1.5" COPPER1.5" COPPER 6" GV6" PVC6" HYDRANT8" PVC6" PVC8" PVC8" 45° BEND8" 45° BEND8" PVC8" PVC8" PVC8" PVC5498761011►►►►►►►►►►►►►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-403PHASE 2 NORTHWESTUTILITY PLANSEE SHEET C-402SEE SHEET C-404 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XXI I1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII8"X6" TEE8" GV8"X6" REDUCER980979981 982 990 990 99 5 9 9 5 987 988 989 991 991 99 2 992 9 9 3 993 9 9 4 99 49969 9 6997997997997997997 98 59839 8 4 98 6 98798 8 98 9 980 985990990979 981 982 983984986987 987 988 9889899899 9 1 991991991975980985 990990 990971972973974976977978979981982983983983984986986986987988989991992992992993994 995992993994994994 9 9 7 994 ►►►►►►►►►►►►►►►►►►►►►►I I I I I I I8" 45° BEND8" 45° BENDCURB STOP AND BOXDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSWATER BUBBLER WATER SERVICE CONN.VERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS1" PEX4" PVC6" PVC6" PVC8" PVC8" PVC8" PVCCONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4+00 4+31►►1" PEX6" GV6" PVC6" HYDRANT8" 45° BEND8" PVC5611© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-404PHASE 2 NORTHEASTUTILITY PLANSEE SHEET C-403 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I I IIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIII0+001+00 2+00 2+95 0+00 1+001+250+001+002+00 2+65 0 + 0 0 1+002+00 2+44 ►►►►IIII►►►►►►►►►►►►►►►►►►►►►►►►►IIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUT( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-503SEE SHEET C-504SEE SHEET C-502C-501OVERALL STORMSEWER PLAN EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►98598498697597 5 975975975975975975 974 974 9759 7 5 975980985 98599099099597 6976 976 977977 977 97 8 979979979 981982982982 983 983984 984 986 986987 987988 988989 989991991991991991 991992992 9929939949969969859 9 0 990 99098298398498698798898998998999199199 1 991 975980985974976977978979981982983984986987988995993 993994994990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)STMH 112RIM=982.6215" INV IN=975.61 (N)15" INV IN=974.41 (E)12" INV IN=974.41 (W)18" INV OUT=974.41 (S)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)12" INV OUT=986.10 (SE)STMH 111RIM=982.846" INV IN=978.80 (NW)10" INV IN=978.80 (E)12" INV IN=977.39 (N)15" INV OUT=977.39 (S)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)CB 106RIM=974.3510" INV OUT=968.99 (S)STMH 105RIM=975.8612" INV IN=970.93 (N)4" INV IN=968.70 (NW)15" INV OUT=968.70 (S)CONNECT TO EXISTING STRUCTURE 3RIM=969.48PR. 15" INV IN=967.94 (N)EX. 15" INV OUT=967.94 (W)PR. 10" INV IN=967.94 (N)EX. 15" INV OUT=967.94 (W)31 LF OF 12" HDPE @ 2.00%89 LF OF 15" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%81 LF OF 12" RCP @ 3.50%54 LF OF 15" RCP @ 1.40%22 LF OF 12" HDPE @ 2.00%35 LF OF 10" HDPE @ 3.00%15 LF OF 10" PVC @ 2.00%22 LF OF 6" PVC @ 2.00%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8524 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-044" INV=978.34CO-03RIM=982.064" INV IN=977.95 (E)6" INV IN=977.95 (S)6" INV OUT=977.95 (N)39 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-034" INV=979.11CO-02RIM=981.954" INV IN=978.72 (E)6" INV OUT=978.72 (N)7 LF OF 4" PVC @ 2.58%23 LF OF 6" PVC @ 2.00%RD-016" INV=974.2126 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57TRENCH DRAIN OUTLET 110" INV=979.1066 LF OF 12" PVC @ 2.84%CBMH 110RIM=988.7912" INV IN=982.46 (NW)12" INV OUT=979.26 (S)53 LF OF 12" HDPE @ 2.52%CB 109RIM=988.286" INV IN=983.80 (SW)6" INV IN=983.80 (N)12" INV OUT=983.80 (SE)4" PVC PERFORATEDDRAINTILE (TYP.)4" PVC TEE (TYP.)CONNECTING TO EXISTING STORM MANHOLERIM=980.32PR. 18" INV IN=973.75 (N)EX. 12" INV IN=974.20 (W)EX. 18" INV OUT=973.75 (S)CO-04RIM=982.064" INV IN=977.46 (E)6" INV IN=977.46 (S)6" INV OUT=977.46 (N)18 LF OF 6" PVC @ 1.00%90 DEG BEND6" INV IN=987.07 (N)6" INV OUT=987.07 (W)IIIIIII IIIIIIII I I I IIIIIIII►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIII0+001+00 2+00 2+95 0+00 1+001+250+001+002+00 2+65 1+002+00 2+44 ►►►►►►►►►►►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%77 LF OF 6" PVC @ 2.00%7 LF OF 12" PVC @ 1.38%TRENCH DRAIN OUTLET 312" INV=975.96CO-07RIM=979.6412" INV IN=975.86 (N)12" INV OUT=975.86 (E)105 LF OF 12" PVC @ 1.38%74 LF OF 18" HDPE @ 0.90%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%RD-024" INV=969.13IIIIIIII76 LF OF 15" PVC @ 2.50%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.33►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIII I I I I I I I I I I I►►►►►►►►►►►►►►16 LF OF 6" PVC @ 2.00%RD-12RIM=981.166" INV OUT=980.62 (S)CO-11RIM=989.196" INV IN=980.30 (W)6" INV IN=980.30 (N)6" INV OUT=980.30 (SE)37 LF OF 6" PVC @ 4.00%25 LF OF 6" PVC @ 2.00%CO-10RIM=989.006" INV IN=980.79 (N)6" INV OUT=980.79 (E)16 LF OF 6" PVC @ 2.00%RD-11RIM=981.656" INV OUT=981.11 (S)4 LF OF 6" PVC @ 3.47%RD-086" INV OUT=984.41 (N)CO-08RIM=988.956" INV IN=984.27 (S)6" INV OUT=984.27 (NE)27 LF OF 6" PVC @ 1.74%© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-504 SEE SHEET C-503C-502PHASE 1 STORM SEWERPLAN BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►975980985990995974976977978979981982983984986987988989991992993994 996996 997997980985 98599099099599597 8 979979979 981982982982 983 983984984 986 986987 987988 988989 989991991991991991 991992992 992992993 993994994996996996 99 6 9919859 9 0 990 99098298398498698798898998998999199199 1 991 980985979981982983984986987988995995995 993 993994994990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)CBMH 120RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)STMH 112RIM=982.6215" INV IN=975.61 (N)15" INV IN=974.41 (E)12" INV IN=974.41 (W)18" INV OUT=974.41 (S)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)CBMH 114RIM=989.306" INV IN=986.10 (W)12" INV IN=986.10 (NE)12" INV OUT=986.10 (SE)STMH 111RIM=982.846" INV IN=978.80 (NW)10" INV IN=978.80 (E)12" INV IN=977.39 (N)15" INV OUT=977.39 (S)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)31 LF OF 12" HDPE @ 2.00%89 LF OF 15" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%68 LF OF 12" HDPE @ 0.30%136 LF OF 15" HDPE @ 0.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%22 LF OF 12" HDPE @ 2.00%CB 117RIM=993.5115" INV OUT=989.88 (S)15 LF OF 10" PVC @ 2.00%22 LF OF 6" PVC @ 2.00%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8524 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-044" INV=978.34CO-03RIM=982.064" INV IN=977.95 (E)6" INV IN=977.95 (S)6" INV OUT=977.95 (N)39 LF OF 6" PVC @ 2.00%RD-034" INV=979.1123 LF OF 6" PVC @ 2.00%RD-016" INV=974.216" PERFORATED PVC DRAINTILE (TYP.)26 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57TRENCH DRAIN OUTLET 110" INV=979.10CB 113RIM=992.8812" INV OUT=986.30 (SW)41 LF OF 12" HDPE @ 0.50%66 LF OF 12" PVC @ 2.84%CBMH 110RIM=988.7912" INV IN=982.46 (NW)12" INV OUT=979.26 (S)53 LF OF 12" HDPE @ 2.52%CB 109RIM=988.286" INV IN=983.80 (SW)6" INV IN=983.80 (N)12" INV OUT=983.80 (SE)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)4" PVC PERFORATEDDRAINTILE (TYP.)4" CLEANOUT (TYP.)4" PVC TEE (TYP.)CONNECTING TO EXISTING STORM MANHOLERIM=980.32PR. 18" INV IN=973.75 (N)EX. 12" INV IN=974.20 (W)EX. 18" INV OUT=973.75 (S)CO-04RIM=982.064" INV IN=977.46 (E)6" INV IN=977.46 (S)6" INV OUT=977.46 (N)18 LF OF 6" PVC @ 1.00%90 DEG BEND6" INV IN=987.07 (N)6" INV OUT=987.07 (W)IIIIIII IIIIIIII I I I I I I IIIIIIII►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►0+001+00 2+00 2+95 0+00 1+001+250+001+00 0 + 0 0 1+002+00 2+44 ►►►►►►►►►►►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%77 LF OF 6" PVC @ 2.00%7 LF OF 12" PVC @ 1.38%TRENCH DRAIN OUTLET 312" INV=975.96CO-07RIM=979.6412" INV IN=975.86 (N)12" INV OUT=975.86 (E)105 LF OF 12" PVC @ 1.38%74 LF OF 18" HDPE @ 0.90%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%76 LF OF 15" PVC @ 2.50%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.3337 LF OF 6" HDPE @ 1.00%►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIII I I I I I I I I I I I►►►►►►►►►►►►►►16 LF OF 6" PVC @ 2.00%RD-12RIM=981.166" INV OUT=980.62 (S)CO-11RIM=989.196" INV IN=980.30 (W)6" INV IN=980.30 (N)6" INV OUT=980.30 (SE)37 LF OF 6" PVC @ 4.00%25 LF OF 6" PVC @ 2.00%CO-10RIM=989.006" INV IN=980.79 (N)6" INV OUT=980.79 (E)16 LF OF 6" PVC @ 2.00%RD-11RIM=981.656" INV OUT=981.11 (S)4 LF OF 6" PVC @ 3.47%RD-086" INV OUT=984.41 (N)CO-08RIM=988.956" INV IN=984.27 (S)6" INV OUT=984.27 (NE)27 LF OF 6" PVC @ 1.74%RD-106" INV OUT=984.38 (E)17 LF OF 6" PVC @ 2.00%CO-09RIM=988.966" INV IN=984.04 (W)6" INV IN=984.04 (E)6" INV OUT=984.04 (S)11 LF OF 6" PVC @ 2.00%16 LF OF 6" PVC @ 1.52%RD-096" INV OUT=984.27 (W)© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-502SEE SHEET C-504 C-503PHASE 2 NORTHWESTSTORM SEWER PLAN BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►980979979979 981982982982 985990983984986987988989985 984 986 98 7 9 8 8 989989985990 990990 990982983984986987987988988989989989989991991991991 9 9 1 991980985979981982983984986987988 990 995995 995 99 5 989 989 991 992 993 993993 994 994994 9 9 4 996 996 997 9979 9 7 9 9 7 99 7 9 9 7990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)CBMH 120RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)CBMH 114RIM=989.306" INV IN=986.10 (W)12" INV IN=986.10 (NE)12" INV OUT=986.10 (SE)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)31 LF OF 12" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%68 LF OF 12" HDPE @ 0.30%136 LF OF 15" HDPE @ 0.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%CB 117RIM=993.5115" INV OUT=989.88 (S)CB 116RIM=995.4912" INV OUT=991.98 (SW)127 LF OF 12" HDPE @ 2.50%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8519 LF OF 4" PVC @ 2.00%RD-044" INV=978.3423 LF OF 6" PVC @ 2.00%RD-016" INV=974.2126 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57CB 113RIM=992.8812" INV OUT=986.30 (SW)41 LF OF 12" HDPE @ 0.50%CB 118RIM=994.8512" INV OUT=990.03 (W)123 LF OF 12" HDPE @ 1.00%I IIIII I I I I I I I►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►0+001+00 0+001+002+002+44►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.3337 LF OF 6" HDPE @ 1.00%►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-503C-504PHASE 2 NORTHEASTSTORM SEWER PLAN X X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTREMOVE LIGHT POLE WITHTRAIL EXTENSIONUNDERGROUNDSTORMWATER BMP152'82'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1SEE SHEET C-603SEE SHEET C-602C-601OVERALL ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-602SEE SHEET C-602SEE SHEET C-603SEE SHEET C-6041 6'STST232.2086.20DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONW. LINELOT 26'(TYP.) R 2 0 'WVWVN89°11'30"W 429.02416.74S. LINE N. 864.98 FEET SW 1/4 SW 1/42' 9' (TYP.)18'(TYP.)R3 . 6 7 'R3.67'8'2'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1C-602ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 10 ft.102010ADDITIONAL SCOPE (ITEMIZED PRICING) - PARALLELPARKING KERBER BLVDADDITIONAL SCOPE (ITEMIZED PRICING) - FIRE STATION ACCESSCLOSURE ON CHAN VIEWADDITIONAL SCOPE (ITEMIZED PRICING) - ADDITIONALPARKING EAST OF PICKLE BALL COURTS 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS416.74S. LINE N. 660.00 FEET SW 1/4 SW 1/410'REMOVE LIGHT POLE WITHTRAIL EXTENSIONC-603ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 10 ft.102010© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1ADDITIONAL SCOPE (ITEMIZED PRICING) - TRAIL EXTENSION TO LAREDO DRIVE 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1C-604RATE CONTROL AND WATER QUALITY BID ALTERNATE STORMTRAP SYSTEMNOT TO SCALESTORMTRAP INVERT = SEE STORM PLANS FOR ELEVATIONSGRANULARBORROW SECTIONNON-WOVEN GEOTEXTILE FABRIC PERMANIFACTURER RECOMMENDATIONSTORMTRAP SET ON APPROVED SUBGRADEPER MANUFACTURER RECOMMENDATIONAPPROVED SUBGRADEENGINEERED BACKFILL PER UNDERGROUNDSTRUCTURE MANUFACTURER DETAILNON-WOVEN GEOTEXTILE FABRICNON-WOVEN GEOTEXTILE FABRIC6" DRAINTILEIRON-SAND FILTER SECTION, THOROUGHLY MIXED WITH5% IRON SHAVINGS BY WEIGHTTOP OF STORMTRAP = 979.63INSIDE TOP OF STORMTRAP = 979.13SEE DETAIL 2/C-803 FOR PAVEMENT SECTION18" MINIMUM NOTES:1. REQUIRED STORAGE: 55,839 SF,2. SYSTEM DIMENSIONS: 168' BY 107'3. VOLUME OF IRON ENHANCED SAND: 26,964 CF4. TOTAL LENGTH OF DRAINTILE WITHIN THE SYSTEM: 1,600 FT8" CAST IN PLACE CONCRETE SLAB4000 PSI CONCRETE WITH #5 REBAR@18" O.C.XN00°16'25"E 414.31 S89°11'30"E 12.28160.93 N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONUNDERGROUNDSTORMWATER BMP152'82'© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1C-604ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020BID ALTERNATE - RATE CONTROL AND WATER QUALITY UNDERGROUND BMPBID ALTERNATE - RATE CONTROL AND WATER QUALITY UNDERGROUND BMPLOCATION © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-801DETAILS © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-802DETAILS 2C-803MEDIUM DUTY BITUMINOUS PAVEMENTNOT TO SCALE1C-803CONCRETE PAVEMENTNOT TO SCALE3C-803TYPICAL PAVEMENT MARKINGSNOT TO SCALE7" CONCRETE PAVEMENT (TYPE 3F52A)6" MNDOT CLASS 5 AGGREGATE BASE(100% CRUSHED)COMPACTED SUBGRADE2" BITUMINOUS WEAR COURSE(SPWEA340B) PER MNDOT 23608" MNDOT CLASS 5 AGGREGATEBASE (100% CRUSHED)BITUMINOUS TACK COATPER MNDOT 23572" BITUMINOUS NON-WEAR COURSE(SPNWB330B) PER MNDOT 2360SEE PLAN 4"15"2'-8"2'-8"9"15"4"4"15"28"8"TYPICALPAVEMENT STRIPINGTRAFFIC ARROWTYPICAL LETTERNOTES:1.PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS.2.PAINT SHALL BE NON-REFLECTIVE WHITE PAINT FOR ALL TYPICAL PAVEMENTMARKINGSTYPICALCROSSWALK PANELSEE PLAN 2'4C-803INLET PROTECTION CATCH BASIN INSERTNOT TO SCALEISOMETRICCURB AND GUTTEROVERFLOW IS 1/2 OF THECURB BOX HEIGHTDEFLECTOR PLATEOVERFLOW IS 1/2 OF THECURB BOX HEIGHTOVERFLOW AT THE TOP OF THEFILTER ASSEMBLYCURB10" FILTER ASSEMBLYHIGH-FLOW FABRICWIMCO ROAD DRAIN CG-3067 HIGH FLOWINLET PROTECTION CURB AND GUTTERMODEL OR APPROVED EQUAL.24" SELECT GRANULAR BORROWCOMPACTED SUBGRADE24" SELECT GRANULAR BORROW5C-803EROSION CONTROL BLANKET INSTALLATIONNOT TO SCALEDIRECTION OFSURFACE FLOWANCHOR TRENCH INSTALLATION:1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL ANDCOMPACTOVERLAP END JOINTS MINIMUMOF 6" AND STAPLE OVERLAPAT 18" INTERVALSOVERLAP LONGITUDINALJOINTS MINIMUM OF 6"STAPLE DENSITY SHALL BE AMINIMUM OF 3 U-SHAPED 8",11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY ASDIRECTED BY THE CITY)ANCHOR TRENCH (SEE DETAILAND NOTES BELOW)ISOMETRICSEE GENERAL NOTESFOR BLANKET TYPESTAPLEBACKFILLEROSIONCONTROLBLANKETANCHOR TRENCH DETAIL6"6"12" TO 36"7C-803CONCRETE CURB AND GUTTER - TIP OUTNOT TO SCALETOP OF BITUMINOUSMATERIAL12" R3" R136"12 " R6" 1212"6" CLASS 5 AGGREGATEBASE (100% CRUSHED)MATCHROAD SLOPE12"8"7"18" B61812" B61224" B624FILL POST WITH CONCRETEMOUND SMOOTHLY AT TOP6" SCH. 40 STEEL PIPE FILLED W/ CONCRETEPROVIDE RED IDEAL-SHIELD SLEEVE OVER PIPECONFIRM COLOR WITH OWNER PRIOR TO CONSTRUCTIONSLOPE TOP OF CONCRETESET POST IN CONCRETE36"36"3" MIN.18"6C-803BOLLARDNOT TO SCALE© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-803DETAILS 3C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATIONNEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSLOPE 1%SECTIONPROFILEDRAIN45° PVC BENDOUTFLOW12"24"24"60"2' MIN6"6"90°160°DIA.6"6"2'1/4"Ø HOLE (TYP)6" PERFORATED PVC SCH 40COARSE FILTER AGGREGATEMN/DOT 3149.2HGEOTEXTILE FABRICMNDOT (3733-TYPE 1)TRENCH DETAILPIPE DETAIL2C-804PERFORATED DRAINTILENOT TO SCALE2C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATIONNEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSECTION12"24"24"60"2' MIN6"6"SLOPE 1%PROFILEDRAIN WITH WATERTIGHT SEAL45° PVC BENDSLOPE 1%TD OUTLET6" INV: 976.57CONCRETE TRENCHGROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%GROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%2' MIN.RIM ELEVATION: 979.12NOTE:1.SEE PLAN FOR STORM PIPE DISCHARGE INVERT.PROVIDE WATERTIGHT SEAL. PROVIDE VERTICALBEND AND RISER AS NEEDED FROM STORM INVERTTO TRENCH DRAIN INVERT.NEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE1C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATION#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSECTION12"24"24"60"2' MIN6"6"SLOPE 1%PROFILEDRAIN WITH WATERTIGHT SEAL45° PVC BENDSLOPE 1%TD OUTLET10" INV: 979.1CONCRETE TRENCHGROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%GROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%2' MIN.RIM ELEVATION: 984.5NOTE:1.SEE PLAN FOR STORM PIPE DISCHARGE INVERT.PROVIDE WATERTIGHT SEAL. PROVIDE VERTICALBEND AND RISER AS NEEDED FROM STORM INVERTTO TRENCH DRAIN INVERT.DURA TRENCH RADIUSTRENCH DRAINTD OUTLET12" INV: 975.96RIM ELEVATION: 979.47DURA TRENCH RADIUSTRENCH DRAIN5C-804NYLOPLAST 12" DRAIN BASINNOT TO SCALE6C-804PVC DRAINTILE CLEANOUTNOT TO SCALEPVC CLEAN OUT RISERWITH FEMALE THREADEDINSERT. SCHEDULE 40 PVCPVC COMBINATION WYELONG SWEEP ORTWO 45° BENDSCOARSE FILTER AGGREGATE MIN 1/3 CU. YDS.COARSE FILTER AGGREGATE MIN 1/3 CU. YDS.CLEANOUT CAP SHALLBE TREADED MALLEABLEIRON (GALVANIZED)END OF LINE CLEANOUTIN-LINE CLEANOUT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-804DETAILS © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-805DETAILS 1C-806ADA PARKING SIGNS AND POST DETAILNOT TO SCALE2C-806ACCESSIBILITY SYMBOLNOT TO SCALE3C-806ACCESSIBILITY STRIPINGNOT TO SCALEGROUND LINE4'CLEARANCE HEIGHT4" MAXCLEARANCE HEIGHT:60” MINIMUM66” MAXIMUMDISABLED PARKING SIGNR7-8mVAN ACCESSIBLE PLAQUER7-8bP5/16" X 3 1/2"STAINLESS STEEL BOLT5/16" LOCK NUT(SIGN POST TO ANCHOR POST)PRE-PUNCHED SQUARE TUBESIGN POST2" X 2" X 12' X 12GA.THE SIGN POST SHALL BE NESTEDINTO THE ANCHOR ASSEMBLY AS FARAS POSSIBLE TO INSURE MAXIMUMSTABILITY OF SIGN POST.THIS MAY REQUIRE THE REMOVAL OFSEVERAL INCHES OF SOIL BY HANDFROM THE ANCHOR BASE ASSEMBLY.2 1/2" X 2 1/2" X 18" SLEEVEPREPUNCHED SQUARE TUBEANCHOR ASSEMBLY2-1/4" X 2-1/4" X 4' X 12GA.NOTES:1.SEE MnDOT STANDARD SIGN MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGSOF TYPE "C" SIGN PANELS.2.SEE MnDOT TRAFFIC ENGINEERING MANUAL CHAPTER 6 FOR DETAILS OF TRAFFICSIGN INSTALLATION.11"5"R13"R18"R 24"24"18"10"5" (TYP)20"9.0°12"1' 6 3/4"26"4"4"6"BLUE HIGHWAY PAINTBACKGROUND 2 COATS (TYPICAL)INTERNATIONAL SYMBOL OFACCESSIBILITYAPPLIED TO THE CENTER OF EACHREQUIREDACCESSIBLE SPACE WITH BLUE PAINTBACKGROUNDAND WHITE PAINT FOR SYMBOL ANDPERIMETER EDGE5" WIDE WHITE STRIPING2 COATS (TYPICAL)2'4"ACCESSIBILITYSYMBOL, SEE DETAILNO PARKINGNOTES:1.STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE.2.DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL.3.SEE PLAN FOR STALL DIMENSIONS.4.DIMENSION "NO PARKING" TO BE 1' TALL.5.SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.SIDEWALKSEE SITE PLAN ANDGRADING PLANSIGN POST 1' OFF BACK OF CURB OR SIDEWALKEDGE. SEE SITE PLAN FOR PLACEMENT1' 1'4C-806STANDARD PARKING LOT SIGNSNOT TO SCALESTOPDO NOTENTERPARKINGVEHICLE IDREQUIREDUP TO $200 FINE FORVIOLATIONVANACCESSIBLER5-130"X30"W11A-224"X24"R1-130"X30"R7-8m ACCESSIBLE PARKING - 12"x18"R7-8bP VAN ACCESSIBLE - 12"x6"ORR1-5C18"X24"NOR7-1 MODIFIED NO PARKING ANY TIMEEXCLUDE ARROW - 12"x18"PARKINGANYTIME5C-806BIOROLLNOT TO SCALE1" X 2" X 18" LONG WOODEN STAKES AT1' 0" SPACING MAXIMUM.FLOWBIOROLL45° 8" - 10"SECTIONNOTE: IF PLACED ON PAVED SURFACE, DO NOT STAKE INTO SURFACE.CONTRACTOR SHALL ENSURE BIOROLL IS PROPERLY FUNCTIONING ATLEAST DAILY AND AS REQUIRED BY THE SWPPP/NPDES PERMIT, IFAPPLICABLE.EXIST. TREE TO REMAINDRIPLINENOTE:4'-0"2'-6"EXIST. GRADEPROTECT EXISTING TREES ALONG ACCESS ROUTE AS DIRECTED BY THE ENGINEER. INSTALLORANGE MESH FENCING, 4' HIGH, WITH STAKES EVERY 10 FEET, 5' OUTSIDE THE DRIPLINE ASSHOWN ON THE PLAN. DO NOT PERFORM ACTIONS WITHIN THE PROTECTION AREAS THAT MAYHARM THE TREE OR COMPACT THE SOIL, INCLUDING, BUT NOT LIMITED TO EXCAVATION, STORINGMATERIALS, PARKING, AND TRAFFIC DURING CONSTRUCTION. WHERE CONSTRUCTION REQUIRESDISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THE ROOT ZONE AS LITTLE AS POSSIBLE.ALL TREE PROTECTION MEASURES SHALL BE DIRECTED AND VERIFIED BY OWNER PRIOR TOSTARTING CONSTRUCTION. ALL TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TOBEGINNING CONSTRUCTION.5'-0"STAKE6C-806TREE PROTECTIONNOT TO SCALE© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-806DETAILS